HomeMy WebLinkAboutS-0285-T Map 2S87'35' 15"E 101 1.20'
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18.07 acres
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NOVEMBER 21, 1994
Tract M-F -Final Plat
Legal Description
Part of the E 112 of Section 14, lying North of Arkansas State
Highway No. 10, T-2-N, R-14-W, Pulaski County, Arkansas, more
particularly described as: Startling at the intersection of the
North right-of-way line of Arkansas State Highway No. 10 and the
West line of the E 112 of said Section 14; thence NO3'07'09"E
along said West line, 1054.44 ft. to the point of beginning; thence
NO3'07'09"E and continuing along said West line 767.87 ft. to a
point; thence S8735'15'E, 1011.20 ft. to a point; thence
S31`09'12"E, 101.40 ft.; thence S3635'14"E, 60.0 ft.; thence
Southwesterly along the arc of a 542.96 ft. radius curve to the
left, having a chord bearing and distance of S2943'49" W, 434.75
ft.; thence S06' 12'39" W, 305.32 ft.; thence Southwesterly along
the arc of a 984.93 ft. radius curve to the right, having a chord
bearing and distance of S08°37'50" W, 83.17 ft. thence
S11'03'02"W, 423.82 ft.; thence southerly along the arc of a
924.93 ft. radices curve to the left, having a chord bearing and
distance of S06'45'02" W, 138.70 ft.; thence S02'27'01" W, 273.27
ft.; thence S'8732'59"E, 20.0 ft.; thence southerly along the arc
of a 1004.93 ft radius curve to the right, having a chord bearing
and distance of S09' 11 '25" W, 235.88 ft.; thence S 15 55'48" W,
58.86 ft. thence along the arc of a 40 ft. radius curve to the
left, a chord bearing and distance of S26'04'29"E, 53.54 ft. to
a point on the North right-of-way line of Arkansas State Highway
No. 10; thence along said North right-of-way line N68'04'46"W,
59.77 ft.; thence continuing along said North right-of-way line,
N72'07'08" W, 117.80 ft.; thence northeasterly along the arc of a
40 ft. radius curve to the left, having a chord bearing and
distance of N61'54'20"E, 57.62 ft.; thence N1555'48"E, 48.42
ft.; thence northerly along the arc of a 904.93 ft. radius curve to
the left, having a chord bearing and distance of N09'11'25'E,
212.41 ft.; thence S8732'59"E, 20.0 ft.; thence NO2 27'O1"E,
273.27 ft.; thence northerly along the arc of a 984.93 ft. radius
curve to the right, having a chord bearing and distance of
N06'45'02"E, 147.70 ft.; thence N11'03'02"E, 423.82 ft.; thence
northerly along the arc of a 924.93 ft. radius curve to the left,
having a chord bearing and distance of NOB'37'50"E, 78.11 ft.;
thence N06° 12'39"E, 187.21 ft.; thence N88'37' 13" W, 381.10 ft.;
thence southwesterly along the arc of a 348.31 ft. radius curve to
the left, having a chord bearing and distance of SB1'58'24"W,
113.90 ft.; thence S72'35'08" W, 176.58 ft.; thence Southwesterly
along the arc of a 288.3 ft. radius curve to the right, having a
chord bearing and distance of S80'45'01"W, 82.11 ft.; thence
S88'56'42" W, 124.52 ft. to the point of beginning, containing
18.07 acres more or less.
CERTIFICATE OF SURVEYING ACCURACY CERTIFICATE OF OWNER
4 JOE D WHITE, HEREBY CERTIFY THAT THIS WE, THE UNDERSIGNED, OWNERS OF THE REAL
PLAT CORRECTLY REPRESENTS A BOUNDARY ESTATE, SHOWN AND DESCRIBED HEREIN, DO
SURVEY MADE OR VERIFIED BY ME, ALL HEREBY CERTIFY THAT WE HAVE LAID OFF,
MONUMENTS REQUIRED ACTUALLY EXIST AND PLATTED, AND SUBDIVIDED, AND ➢O HEREBY
ARE CORRECTLY SHOWN HEREON AND THAT ALL LAY OFF, PLAT, AND SUBDIVIDE SAID REAL
SURVEYING REQUIREMENTS OF THE LITTLE ESTATE IN ACCORDANCE T T S `PLAJ.
ROCK SUBDIVISION RULES AND RE DNS i G� )
HAVE BEEN COMPLIED WITH. -
1 // f / -
��, 2� y4- DATE OF EXECUTION
DATE OF EXECUTION E D. WHITE D.R. PAGE
EGISTERED LAND SURVEYOR ADDRESS
NO, 534, ARKANSAS
INSTRUMENT NO.
CERTIFICATE OF ENGINEERING ACCURACY
I, TIMOTHY E. ➢ATERS, HEREBY CERTIFY
THAT THIS PLAT CORRECTLY REPRESENTS A
PLAN MADE BY ME, AND THAT THE
ENGINEERING REQUIREMENTS OF THE LITTLE
ROCK SUBDIVISION RULES AND REGULATIONS
HAVE BEEN COMPLIED WITH.
CERTIFICATE OF FINAL APPROVAL
PURSUANT TO THE LITTLE ROCK SUBDIVISION
RULES AND REGULATIONS, AND ALL OF THE
CONDITIONS OF APPROVAL HAVING BEEN
COMPLETED, THIS DOCUMENT IS HEREBY
ACCEPTED. THIS CERTIFICATE IS HEREBY
EXECUTED UNDER THE AUTHORITY OF SAID
RULES AND REGULATIONS.
DATE OF EXECUTION TIMOTHY E. DATERS
REGISTERED PROFESSIONAL
ENGINEER NO, 5033, ARKANSAS DATE OF EXECUTION LITTLE ROCK PLANNING
COMMISSION
CERTIFICATE OF RECORDING
THIS DOCUMENT, NUMBER FILED FOR
RECORD 19 IN PLAT BOOK
PAGE
GENERAL NOTES:
1. IRON PINS WERE SET AT ALL
LOT CORNERS (1/2" Steel Rod).
2. ALL EASEMENTS SHOWN--=
ARE TO BE USED FOR DRAINAGE
AND/OR UTILITIES.
3. DISTANCES SHOWN ALONG CURVES ARE
CHORDS DISTANCES,
4. ERROR OF CLOSURE: / 10000
5. RADII AT INTERSECTION OF STREET
RIGHTS OF WAY ARE 25'
6. LOTS WITH ROUNDED CORNERS ARE
MEASURED TO A POINT OF INTERSECTION
OF LOT LINES AND NOT TO POINTS ON A
CURVE.
7. BEARING DATUM IS STATE PLAIN DATUM.
100 0
Scale 1 "
f00
PLAT of TRACT MF
\I
100 ft
300
AN irx)MON TO THE CUTy OF
ICU U u LL ROCK, ARKANSAS
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